CN102433955B - Assembling prefabricated light steel composite load-bearing wall panel - Google Patents

Assembling prefabricated light steel composite load-bearing wall panel Download PDF

Info

Publication number
CN102433955B
CN102433955B CN2011103663845A CN201110366384A CN102433955B CN 102433955 B CN102433955 B CN 102433955B CN 2011103663845 A CN2011103663845 A CN 2011103663845A CN 201110366384 A CN201110366384 A CN 201110366384A CN 102433955 B CN102433955 B CN 102433955B
Authority
CN
China
Prior art keywords
wall panel
composite
steel
steel wire
light
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN2011103663845A
Other languages
Chinese (zh)
Other versions
CN102433955A (en
Inventor
孙有芳
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Daqing Shengrui Plastic Products Co Ltd
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CN2011103663845A priority Critical patent/CN102433955B/en
Publication of CN102433955A publication Critical patent/CN102433955A/en
Application granted granted Critical
Publication of CN102433955B publication Critical patent/CN102433955B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Abstract

The invention discloses an assembling prefabricated light steel composite load-bearing wall panel and aims to provide an overall prefabricated load-bearing external wall panel. The wall panel has a bidirectional truss type overall light steel net rack structural system consisting of a border constraint composite square steel tube, a wall bilateral steel wire welded mesh, a horizontal tied steel wire, a horizontal oblique flat tied steel wire and a vertical oblique tied steel wire, wherein a thermal insulation core material is filled in the wall panel; and the surface of the net rack structure, namely two sides of the wall surface, is provided with light high-strength thermal-insulation concrete with the same thickness as the border constraint composite square steel tube and the like so as to form a light steel net rack thin shell type thermal insulation prefabricated composite wall panel with a reinforced concrete structure. The invention has the characteristics that: the composite wall panel has light weight, high strength, excellent seismic performance, particularly better sound insulation, thermal insulation and fireproof effects, and can serve as a load-bearing external wall panel or a shear wall. The component can be subjected to factory production and overall assembled construction and is transported by a special tool. Due to a dry construction process, the construction period can be shortened to 1/10 of that of the traditional construction process. The composite wall panel is a modern building component which is safe, reliable, economic, reasonable, energy-saving and environment-friendly.

Description

Assembling prefabricated light steel composite load-bearing wall panel
Technical field:
The invention belongs to the building unit field, be specifically related to a kind of high-strength light, antidetonation, fire prevention high insulation assembling prefabricated light steel composite load-bearing wall panel and making and mounting method.
Background technology:
More building outer wall adopted and is at present:
The filling type blockwork, it is large from heavy load, and overall performance is loose,, in case meet with strong earthquakes, can produce the structure brittle fracture, jeopardizes personal safety, to rescue work, brings the deuce to pay.It is the plug-in technique of foamed plastics that external wall body thermal insulation adopted more, has brought major safety risks for the structural fire protection engineering.Simultaneously, but building external decoration easily produces the workmanship common faults such as be full of cracks, seepage and even integral body come off can't repair.
Light composite bearing composite wall plate, light-duty infill panel is clipped between two steel wire weld nets, and steel wire is to pass light-duty infill panel with horizontal oblique cutting, then the steel wire two ends is fixed on the node of steel wire weld net, wherein light-duty infill panel adopts flame-retardant materials, body of wall two ends placing of concrete edge member.This wallboard is a kind of from heavy and light, is about 50% of brick mix structure body of wall, high-strength, good seismic performance, as the alternative clay solid brick body of wall of supporting member.But, what it arranged as bearing wall is the vertical equity transverse truss, can only solve the body of wall horizontal side to moment of flexure, when body of wall bears vertical vertical load, vertical moment of flexure is excessive, by the horizontal single-headed trussed construction, vertical shearing, axle power and the moment of flexure that produces when stressed of wallboard is insurmountable.
Summary of the invention:
The object of the present invention is to provide a kind of assembling prefabricated light steel composite load-bearing wall panel and making thereof and mounting method.This invention has not only solved the problem that existing body of wall exists, but also has from heavy and light, less than brick mix structure body of wall 20%; Insulation, heat insulation, thermal resistance value R〉4.6; Soundproof effect is good; Anti-seismic performance is splendid; Fire prevention, belong to and do not fire member; Batch production is produced prefabricated, and assembling is done the way installation; Cost economic is reasonable, energy-saving and environmental protection; Be fit to the many merits such as various industrial construction, civilian construction, multilayer structure.
A kind of assembling prefabricated light steel composite load-bearing wall panel, it is characterized in that two welded wire fabrics that it is comprised of frame constraint composite square steel tube, horizontal longitudinal steel wire and vertical vertical steel wire, water horizontal drawing knot steel wire, the oblique drawknot steel wire of level, vertical oblique drawknot steel wire are connected and jointly form the whole light steel net rack structural system of two direction truss formula, in fill out heat insulation core material, the metope both sides are the light high-strength heat preservation concrete, are together to form assembling prefabricated light steel composite load-bearing wall panel.
A kind of assembling prefabricated light steel composite load-bearing wall panel preparation method consists of following steps:
A, first frame is retrained composite square steel tube, the termination of the welded wire fabric that is comprised of horizontal longitudinal steel wire and vertical vertically steel wire of arranging with body of wall both sides anchor respectively is welded into one, termination with horizontal drawknot steel wire, the oblique drawknot steel wire of level, vertical oblique drawknot steel wire, welded wire fabric Nodes with the both sides layout, overlap joint welds respectively, be combined into level and vertical bidirectional truss, form whole light steel composite web frame system.
B, the special-purpose shaper of employing and moulding technology are filled heat insulation core material.
C, its semiproduct are packed in wall panel forming machine on the member production line,, with existing light high-strength heat preservation concrete processed,, with the stack pile such as frame constraint composite square steel tube, be made into assembling prefabricated light steel composite load-bearing wall panel.
D, the member finished product is directly entered natural high-temperature curing kilns in production line by making flow process, until its concrete strength, reach 80% kiln discharge when above, carry out next process, as carrying out internal and external ornament, packing, transportation, on-the-spot installation after drying.
The preferred mounting method of a kind of assembling prefabricated light steel composite load-bearing wall panel, Plane Installation of the present invention is configured to the side fascia of lateral arrangement, the side fascia of vertically arranging, shear wall slab, corner composite light-weight Steel Frame Column, T-shaped junction composite light-weight Steel Frame Column; These structures adopt welding technology jointly, form the A set of wall assembling and do the way construction technical schemes.
The preferred mounting method of a kind of assembling prefabricated light steel composite load-bearing wall panel, at right angle setting of the present invention is configured to the side fascia of first floor lateral arrangement, the side fascia of two layers of lateral arrangement, the composite light-weight steel-frame beam of lateral arrangement, the composite light-weight steel truss structure precast floor slab of vertically arranging,, with the lower-left panel assembly, adopt welding technology, form a whole set of body of wall and floor, by the assembling that the composite light-weight steel framed structure is together to form, do the way construction technical schemes
The present invention is a kind of building maintenance member, its high-strength light, can be connected with various steel work, Reinforced Concrete Structure framework one, and the building structure overall performance is stable, and anti-seismic performance is splendid, and especially sound insulation, insulation, flameproof effect are better.
This member has following advantage:
1, from heavy and light, less than brick mix structure body of wall 20%.
2, insulation, heat insulation, thermal resistance value R〉4.6.
3, soundproof effect, more than 120 decibels.
4, anti-seismic performance is splendid.
5, fire prevention, belong to and do not fire member.
6, batch production production is prefabricated, and assembling is done the way installation.
7, cost economic is reasonable, and energy-saving and environmental protection.
8, be fit to various industrial construction, civilian construction, multilayer structure.
Description of drawings:
Accompanying drawing 1 is vertical section organigram of the present invention;
Accompanying drawing 2 is horizontal profile organigrams of the present invention;
Accompanying drawing 3 is Plane Installation organigrams of the present invention;
Accompanying drawing 4 is at right angle setting organigrams of the present invention.
1 frame constraint composite square steel tube in figure, 2 horizontal longitudinal steel wires, 3 vertical vertical steel wires, 4 heat insulation core materials, 5 horizontal drawknot steel wires, the 6 oblique drawknot steel wires of level, 7 vertical oblique drawknot steel wires, 8 high-strength heat preservation concretes, the side fascia of 9 lateral arrangement, 10 side fascias of vertically arranging, 11 shear wall slabs, 12 corner composite light-weight Steel Frame Column, 13 T-shaped junction composite light-weight Steel Frame Column, the side fascia of 14 first floor lateral arrangement, the side fascia of 15 2 layers of lateral arrangement, the composite light-weight steel-frame beam of 16 lateral arrangement, the 17 composite light-weight steel truss structure precast floor slabs of vertically arranging.
The specific embodiment:
Shown in accompanying drawing 1, accompanying drawing 2, two welded wire fabrics that this assembling prefabricated light steel composite load-bearing wall panel is comprised of frame constraint composite square steel tube 1, horizontal longitudinal steel wire 2 and vertical vertical steel wire 3.Water horizontal drawing knot steel wire 5, the oblique drawknot steel wire 6 of level, vertical oblique drawknot steel wire 7 are connected and jointly form the whole light steel net rack structural system of two direction truss formula, in fill out heat insulation core material 4, the metope both sides are and the light high-strength heat preservation concrete 8 of frame constraint composite square steel tube 1 stack pile such as grade, are together to form assembling prefabricated light steel composite load-bearing wall panel.
A kind of assembling prefabricated light steel composite load-bearing wall panel preparation method, is characterized in that, following steps, consists of:
A, first frame is retrained composite square steel tube 1, the termination of the welded wire fabric that is comprised of horizontal longitudinal steel wire 2 and vertical vertically steel wire 3 of arranging with body of wall both sides anchor respectively is welded into one.With the termination of horizontal drawknot steel wire 5, the oblique drawknot steel wire 6 of level, vertical oblique drawknot steel wire 7, with the welded wire fabric Nodes that both sides are arranged, overlap joint welds respectively, is combined into level and vertical bidirectional truss, forms whole light steel composite web frame system.
B, employing mould machine are filled heat insulation core material 4.
C, its semiproduct are packed in wall panel forming machine on the member production line,, with existing light high-strength heat preservation concrete 8 processed,, with frame constraint composite square steel tube 1 stack pile such as grade, be made into assembling prefabricated light steel composite load-bearing wall panel.
D, the member finished product is directly entered natural high-temperature curing kilns in production line by making flow process, until its concrete strength, reach 80% kiln discharge when above, carry out next process, as carrying out internal and external ornament, packing, transportation, on-the-spot installation after drying.
With reference to accompanying drawing 3, the preferred mounting method of a kind of assembling prefabricated light steel composite load-bearing wall panel, Plane Installation of the present invention is configured to the side fascia 9 of lateral arrangement, the side fascia 10 of vertically arranging, shear wall slab 11, corner composite light-weight Steel Frame Column 12, T-shaped junction composite light-weight Steel Frame Column 13; These structures adopt welding technology jointly, form the A set of wall assembling and do the way construction technical schemes.
With reference to accompanying drawing 4, the preferred mounting method of a kind of assembling prefabricated light steel composite load-bearing wall panel, at right angle setting of the present invention is configured to the side fascia 14 of first floor lateral arrangement, the side fascia 15 of two layers of lateral arrangement, the composite light-weight steel-frame beam 16 of lateral arrangement, the composite light-weight steel truss structure precast floor slab 17 of vertically arranging, with the lower-left panel assembly, adopt welding technology, form a whole set of body of wall and floor, by the assembling that the composite light-weight steel framed structure is together to form, do the way construction technical schemes.
The above is only preferred embodiment of the present invention, not the present invention is done any pro forma restriction, and any simple modification, equivalent variations and modification that every foundation technical spirit of the present invention is done, within all belonging to the technical solution of the present invention scope.

Claims (1)

1. assembling prefabricated light steel composite load-bearing wall panel, its preparation method is:
A, first frame is retrained composite square steel tube (1) and body of wall both sides arrange the welded wire fabric that is formed by horizontal longitudinal steel wire (2) and vertical vertically steel wire (3) termination respectively anchor be welded into one, termination with horizontal drawknot steel wire (5), the oblique drawknot steel wire of level (6), vertical oblique drawknot steel wire (7), welded wire fabric Nodes with the both sides layout, overlap joint welds respectively, be combined into level and vertical bidirectional truss, form whole light steel composite web frame system;
B, employing mould machine are filled heat insulation core material (4);
C, its semiproduct are packed in wall panel forming machine on the member production line, with existing light high-strength heat preservation concrete processed (8), be made into assembling prefabricated light steel composite load-bearing wall panel, thickness and frame constraint composite square steel tube (1) are equal to;
D, make the member finished product enter natural high-temperature curing kilns in production line, until its concrete strength, reach 80% kiln discharge when above.
CN2011103663845A 2012-02-02 2012-02-02 Assembling prefabricated light steel composite load-bearing wall panel Active CN102433955B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011103663845A CN102433955B (en) 2012-02-02 2012-02-02 Assembling prefabricated light steel composite load-bearing wall panel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2011103663845A CN102433955B (en) 2012-02-02 2012-02-02 Assembling prefabricated light steel composite load-bearing wall panel

Publications (2)

Publication Number Publication Date
CN102433955A CN102433955A (en) 2012-05-02
CN102433955B true CN102433955B (en) 2013-11-13

Family

ID=45982283

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2011103663845A Active CN102433955B (en) 2012-02-02 2012-02-02 Assembling prefabricated light steel composite load-bearing wall panel

Country Status (1)

Country Link
CN (1) CN102433955B (en)

Families Citing this family (20)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103088940B (en) * 2013-01-29 2015-08-12 湖南大学 A kind of compound shear wall and construction method thereof
CN103266662B (en) * 2013-04-27 2015-11-25 陈久旺 The assembled house of light steel composite board
CN103924711B (en) * 2014-05-01 2015-12-09 西安科技大学 The construction technology of assembling grillage shear wall structural system
CN104328877A (en) * 2014-09-15 2015-02-04 马义和 Construction method of 3D (Three-Dimensional) printing dry method-constructed inner and outer decorative heat-preservation structure
CN104264873A (en) * 2014-09-15 2015-01-07 马义和 Construction method for three-dimensionally printing inside and outside decorating insulation structure walls of art buildings
CN104532990A (en) * 2015-01-09 2015-04-22 肖宁海 Truss steel bar double-layer gypsum fiberboard, disassembly-free formwork wall structure and construction method
KR101630235B1 (en) * 2015-02-09 2016-06-14 주식회사 태영피씨엠 Precast truss wall structure and construction method of underground structure using thereof
CN104863256A (en) * 2015-03-02 2015-08-26 刘卫房 Combined building
CN104878857B (en) * 2015-06-12 2016-08-24 武汉思可达建筑技术有限公司 A kind of lightweight prefabricated combined wall body
CN104929281A (en) * 2015-06-25 2015-09-23 哈尔滨工业大学 Steel bar truss stiffened steel concrete composite shear wall
CN105756236B (en) * 2016-04-14 2018-02-27 西安建筑科技大学 Post edge of a wing post-stretching steel and concrete parts group frame steel plate shear wall structure
CN105926829A (en) * 2016-05-04 2016-09-07 初明进 Prefabricated reinforced concrete member and manufacturing method thereof
CN105904587A (en) * 2016-05-04 2016-08-31 初明进 Prefabricated concrete member and manufacturing method thereof
CN105926827A (en) * 2016-05-04 2016-09-07 初明进 Prefabricated reinforced concrete member and manufacturing method thereof
CN105908863A (en) * 2016-05-17 2016-08-31 北京研创绿建科技有限公司 Precast fabricated type beam wall combination member
CN106320572A (en) * 2016-08-18 2017-01-11 上海闵轩钢结构工程有限公司 Novel composite external wall panel and production process thereof
CN106223462A (en) * 2016-09-06 2016-12-14 天保建设集团有限公司 A kind of self-heat preserving assembly type building structure
CN106894539A (en) * 2017-03-15 2017-06-27 威信广厦模块住宅工业有限公司 A kind of prefabricated bearing wall
CN111456278A (en) * 2020-05-08 2020-07-28 江苏豪斯建设工程有限公司 Bearing and heat insulation integrated wall structure
CN112726889A (en) * 2020-12-31 2021-04-30 重庆市臻成建材有限公司 Production method of sound-insulation heat-preservation light wallboard capable of being assembled for construction

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2445023Y (en) * 2000-10-16 2001-08-29 王士风 Net(truss) frame-cement board combination structure sandwith
CN2583237Y (en) * 2002-08-20 2003-10-29 尹大林 Light high strength glass fiber reinforced plastic coating sandwish board
WO2010045761A1 (en) * 2008-10-22 2010-04-29 Kuo Yuechih New type of wall panel of building
CN101974956A (en) * 2010-09-30 2011-02-16 筑巢(北京)科技有限公司 Built-in latticed steel frame exterior protected structural slab as well as building and production and construction method thereof
MX2011009980A (en) * 2011-09-23 2011-12-01 Omar Leonardo Badin Cherit "h"-shaped section for forming a thermo acoustic slab and assembly thereof.

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2445023Y (en) * 2000-10-16 2001-08-29 王士风 Net(truss) frame-cement board combination structure sandwith
CN2583237Y (en) * 2002-08-20 2003-10-29 尹大林 Light high strength glass fiber reinforced plastic coating sandwish board
WO2010045761A1 (en) * 2008-10-22 2010-04-29 Kuo Yuechih New type of wall panel of building
CN101974956A (en) * 2010-09-30 2011-02-16 筑巢(北京)科技有限公司 Built-in latticed steel frame exterior protected structural slab as well as building and production and construction method thereof
MX2011009980A (en) * 2011-09-23 2011-12-01 Omar Leonardo Badin Cherit "h"-shaped section for forming a thermo acoustic slab and assembly thereof.

Also Published As

Publication number Publication date
CN102433955A (en) 2012-05-02

Similar Documents

Publication Publication Date Title
CN102433955B (en) Assembling prefabricated light steel composite load-bearing wall panel
CN206438670U (en) A kind of steel wire net rack perlite composite thermal-insulation external wall panel
CN102587693B (en) Two-storey modular villa building and construction method thereof
CN102704585A (en) Construction technology for noncombustible type double-interlayer foam concrete insulation board
CN203924471U (en) Precast concrete external wall panel
CN102877646B (en) Grouted overlapping assembly type reinforced concrete shear wall structure and method for building grouted overlapping assembly type reinforced concrete shear wall structure
CN107447901A (en) Anti-seismic prefabricated floor and floor antidetonation splicing construction
CN109083308B (en) Anti-seismic prefabricated assembly type wall and construction method thereof
CN102140842B (en) Industrial construction method for multistory residence system with clamp die frame core wall self-bearing structure
CN105064529A (en) Prefabricated and assembled large-board shear wall structure with concealed bracings
CN108005410A (en) A kind of assembled Residential System of Steel-concrete Composite Structure and its construction method
CN107989228A (en) A kind of prefabricated steel reinforced concrete shear wall structure and its preparation and installation method
CN207739437U (en) A kind of prefabricated steel reinforced concrete shear wall structure
CN108005265A (en) A kind of prefabricated steel reinforced concrete shear wall structure of multilayer and its preparation and construction method
CN103352537B (en) Overall load bearing heat preserving wallboard and production construction process thereof
CN103924710A (en) Steel plate welding node structure of low-layer assembly type composite wall house
CN105133726A (en) Assembled monolithic concrete frame structure system and frame shear structure system formed by assembled monolithic concrete frame structure system
CN202125104U (en) Residential building system formed by cast-in-place beam columns and prefabricated sandwich concrete wall slabs
CN207739674U (en) A kind of assembled Residential System of Steel-concrete Composite Structure
CN105317109A (en) Three-dimensional net fixed house adopting overall pouring of foamed wall and construction method
CN107100316A (en) Assembled low energy consumption integrated wall
CN105275145A (en) Assembly type multifunctional composite wallboard
KR101445286B1 (en) PC-SF Method for Construction Duration Reduction of Typical Floor
CN204139316U (en) A kind of steel structure shear wall structure system
CN107246095A (en) A kind of compound floor modules of steel skeleton

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
C56 Change in the name or address of the patentee
CP02 Change in the address of a patent holder

Address after: 214192 Jiangsu city in Wuxi Province Economic Development Zone Xishan Furong Road No. 99 three six 3 floor zuiun

Patentee after: Sun Youfang

Address before: 163000, No. three, No. 82, Fu San Road, SA District, Heilongjiang, Daqing

Patentee before: Sun Youfang

C56 Change in the name or address of the patentee
CP02 Change in the address of a patent holder

Address after: 163000, No. three, No. 82, Fu San Road, SA District, Heilongjiang, Daqing

Patentee after: Sun Youfang

Address before: 214192 Jiangsu city in Wuxi Province Economic Development Zone Xishan Furong Road No. 99 three six 3 floor zuiun

Patentee before: Sun Youfang

ASS Succession or assignment of patent right

Owner name: DAQING YUYANG TECHNOLOGY DEVELOPMENT CO., LTD.

Free format text: FORMER OWNER: SUN YOUFANG

Effective date: 20150119

C41 Transfer of patent application or patent right or utility model
TR01 Transfer of patent right

Effective date of registration: 20150119

Address after: 163000 Heilongjiang city of Daqing Province, Honggang District Road No. 85 large hospital on the north side of the 2 floor room 101

Patentee after: Daqing Bath Technology Development Co., Ltd.

Address before: 163000, No. three, No. 82, Fu San Road, SA District, Heilongjiang, Daqing

Patentee before: Sun Youfang

TR01 Transfer of patent right
TR01 Transfer of patent right

Effective date of registration: 20201016

Address after: 163500 No.1, West, Xingyi Road, zhangtiejiang, Honggang District, Daqing City, Heilongjiang Province (in Sanlian pig farm)

Patentee after: Daqing Shengrui plastic products Co., Ltd

Address before: 163000 Heilongjiang city of Daqing Province, Honggang District Road No. 85 large hospital on the north side of the 2 floor room 101

Patentee before: Daqing Bath Technology Development Co.,Ltd.